Plan Review Details - Permit 02021900
Plan Review Stops For Permit 02021900
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2002-06-06 Cont ID  
Sent By jwitmer Date 2002-06-06 Time 17:54 Rev Time 0.25
Received By jwitmer Date   Time   Sent To  
Notes
2002-06-06 00:00:00REVISION: PROVIDE 18' PRODUCT APPROVAL
 FOR GARAGE DOOR
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2002-04-26 Cont ID  
Sent By jwitmer Date 2002-04-26 Time 15:31 Rev Time 2.00
Received By jwitmer Date   Time   Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-04-10 Cont ID  
Sent By jwitmer Date 2002-04-10 Time 09:33 Rev Time 4.00
Received By jwitmer Date 2002-04-10 Time 09:33 Sent To  
Notes
2002-04-10 00:00:00BUILDING PLAN REVIEW
 PERMIT # 02021900
 8521 EGRET LAKES LANE
 CONT: CLASSIC DESIGNER HOMES, INC
 TEL: (954) 345-2727
  
 SBC= 1997 STANDARD BUILDING CODE
 SBC*= AMENDMENTS STANDARD BUILDING CODE
  
 1)- FL ENERGY CODE 601. MISSING ENERGY
 CALS W/ MANUAL J
 2)- SBC 1804.2.7.2(3) SOILS REPORT/ W
 MINIMUM BEARING VALUE.
 3)- SBC 1606.2.6.2 COMPONENTS & CLADDING
 A) GARAGE DOORS INDICATE (CIRCLE OR
 HIGHLIGHT) WHICH DOOR SHALL BE USED.
 B) THE VARIOUS REPORTS SUBMITTED INDI-
 CATE THE USE OF IMPACT RESISTANT GLAZING
 AND THER REPORTS NON IMPACT GLAZING,
 THERE IS NO INFORMATION AS TO STORM
 SHUTTERS, OR A KEY INSTALATION PLAN NOR
 A INSTALLTION SCHEDULE.
 4)- TRUSS ANCHOR SCHEDULE, MARK TC-5
 INDICATES A ALLOWABLE UPLIFT OF 2233
 FOR A DOUBLE STRAP, THE USP CATALOG ONLY
 ALLOWS 2090 LBS UPLIFT.
 5) TRUSS ANCHOR SCHEDULE, MARK TC-7
 INDICATES AN UPLIFT OF 1433, THE CATALOG
 INDICATES 1350 FOR 1 1/2" #10 NAILS,
 1520 FOR #10'S CLICHED OVER, WHAT VALUE
 IS TAKEN FOR 1433?
 6) SHEET A-6 TRUSS LAYOUT:
 A) 2M GIRDER OVER THE SITTING RM 2200
 VALUE TO HIGH FOR TYPE ANCHOR VALUED @
 2090.
 B) GIRDER OVER THE DINING RM. A) 4495LB
 DETAIL17/A-9 UPLIFT VALUE TO HIGH, PLUS
 NO FI/F2 VALUE.SAME GIRDER TRUSS, INDICA
 TES 13,747 SAME DETAIL WHEN THERE IS A
 COLUMN INDICATED BELOW?
 C) COVERED PATIO A) INDICATES 1986 LBS
 UPLIFT, 2 STRAPS VS SHEET A-6 INDICATING
 A BUCKET? B) SAME DETAIL, SIDE ELEVATION
 CONNECTION WITH 3396 LBS UPLIFT NO INFOR
 MATION GIVEN, BUCKET?
 D) DETAIL 18/A9 INDICATES 3 SIMPON FACE
 MOUNTED BUCKETS, AT THE CORNER OF A
 COLUMN, WITH ONE OF THE FLANGES BENT.
 THIS DETAIL IS FOR SIMPSON BUCKETS,
 SIMPSON VOIDS ANY WARRENTY ON THERE
 PRODUCTS,SEE TERMS & CONDITIONS OF SALE
 & WARRANTY. THE SECOND ISSUE IS THE FLAN
 GE IS ONLY 2" WIDE, WHAT FACTOR IS TO BE
 USED IN DERATING BECAUSE OF THE EDGE
 DISTANCE?
 E) FAMILY ROOM GIRDER @ SLIDING GLASS
 DOORS, 5510 LBS UPLIFT, NO CONNECTION TO
 BEAM?
 7) CONTRACTOR TO SUBMIT PLANS TO
 P B COUNTY FOR COUNTY IMPACT FEE ASSESS-
 MENT.
 8) CITY ADDITIONAL FEE DUE.
 BUILDING PLAN REVIEW
 JIM WITMER
 (561)659-8096X8412
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-05-07 Cont ID  
Sent By btrobaug Date 2003-05-07 Time 15:29 Rev Time 0.50
Received By btrobaug Date 2003-05-07 Time 15:20 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2003-05-05 Cont ID  
Sent By btrobaug Date 2003-05-05 Time 13:38 Rev Time 0.50
Received By btrobaug Date 2003-05-05 Time 12:35 Sent To  
Notes
2003-05-05 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE CORRECT AND RESUBMIT FOR REVIEW.
  
 1} THE #4 GEC IS INCORRECT FOR FOR THE
 SERVICE SHOWN.MUST BE #2 PER 250-66.
  
 2} THE FEED FROM THE METER TO PANEL "B"
 IS INCORRECTLY SHOWN WITH A GROUND WIRE
 PARALLELING THE NEUTRAL.
  
 3} PANEL "B" IS SHOWN AS A "MLO" PANEL.
 THIS PANEL MUST HAVE A MAIN DISCONNECT
 PER 230-71,OR HAVE A MAIN DISCONNECT
 AHEAD OF IT.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-04-30 Cont ID  
Sent By shernand Date 2003-05-05 Time 08:43 Rev Time 1.00
Received By btrobaug Date 2003-04-30 Time 11:56 Sent To  
Notes
2003-04-30 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE CORRECT THE FOLLOWING AND
 RESUBMIT FOR REVIEW.
  
 1} THE #6 GEC IS INCORRECT FOR THE
 SERVICE SHOWN.MUST BE #2 PER 250-66.
  
 2} THE RISER DIAGRAM SHOWS BOTH SUB
 PANELS COMING FROM PANEL "A",ONLY ONE
 LISTED ON THE THE SCHEDULE.PLEASE
 CLARIFY.
  
 3} THE SUB FEEDERS IN PVC MUST CONTAIN
 AN EQUIPMENT GROUND PER 250-122.
  
 4} THE OCP FOR CIRCUIT #5 & 7,IS NOT
 CORRECT FOR #4 WIRE SHOWN FOR THE SUB
 FEED.
  
 5} PLEASE LIST AND INCLUDE THE SMALL
 APPLIANCE CIRCUITS REQUIRED IN
 220-16(A),IN THE SCHEDULE AND LOAD
 CALCS.
  
 6} CIRCUITS #25 & 27IN PANEL "B" FOR THE
 LIVING ROOM SHOW NO LOADS,PLEASE
 CLARIFY.
  
 7} THE RISER DIAGRAM SHOWS TWO SUB
 PANELS BUT ONLY ONE FEED IS SHOWN AND
 ONLY ONE SUB PANEL SCHEDULE IS
 SHOWN,PLEASE CLARIFY.
  
 IF THERE ARE ANY QEUSTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-03-20 Cont ID  
Sent By btrobaug Date 2002-03-20 Time 18:00 Rev Time 0.00
Received By btrobaug Date 2002-03-20 Time 16:57 Sent To M
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-05-05 Cont ID  
Sent By shernand Date 2003-05-05 Time 08:43 Rev Time 0.00
Received By shernand Date 2003-05-05 Time 08:43 Sent To E
Notes
2003-05-05 00:00:00BT DESK
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-05-29 Cont ID  
Sent By pkrauss Date 2002-05-29 Time 07:56 Rev Time 0.40
Received By pkrauss Date 2002-05-29 Time 07:37 Sent To  
Notes
2002-05-29 00:00:00PROVISO:MECHANICAL PERMIT 02021977
  
 A/C #2 - PLAN INDICATES ONLY 660 CFM
 DISTRIBUTION.2 1/2 TON ?PLEASE
 REVISE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT 659-8096
 EXT. 8388.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2002-04-29 Cont ID  
Sent By hmoser Date 2002-04-29 Time 17:42 Rev Time 0.50
Received By hmoser Date 2002-04-29 Time 17:42 Sent To  
Notes
2002-04-29 00:00:00PLAN DENIED
 CFM.ON A/C 1,2 ON PLAN DO NOT MATCH CFM.
 ON EQUIPMENT,CAN NOT FIND EQUIPMENT IN
 ARI MANUAL.
 PLAN REVIEW BY HAROLD MOSER
 [561]659-8096 EXT 8390
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-03-21 Cont ID  
Sent By btrobaug Date 2002-03-20 Time 18:01 Rev Time 0.33
Received By hmoser Date 2002-03-21 Time 17:00 Sent To  
Notes
2002-03-21 00:00:00NO PLANS,ENERGY CALCS,OR MANUAL J
 HAROLD MOSER [561]659-8096 EXT.8390
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-03-09 Cont ID  
Sent By jleech Date 2002-03-09 Time 07:24 Rev Time 0.33
Received By jleech Date 2002-03-09 Time 07:24 Sent To  
Notes
2002-03-09 00:00:00PROVISO;
 REVISED RISER DIAGRAM REQUIRED BEFORE
 FINAL PLUMBING INSPECTION.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2002-05-29 Cont ID  
Sent By pkrauss Date 2002-05-29 Time 08:12 Rev Time 0.05
Received By pkrauss Date   Time   Sent To  
Notes
2002-05-29 00:00:00BUILDING REVIEWED BY J WITMER.
Review Stop Z ZONING
Rev No 2 Status P Date 2002-06-05 Cont ID  
Sent By sgraham Date 2002-06-05 Time 10:51 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2002-03-05 Cont ID  
Sent By gjoyce Date 2002-03-05 Time 09:04 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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